20091208-5022 FERC PDF (Unofficial) 12/8/2009 1:26:23 AM Pierce Mills hydroelectric generating station (FERC No. 2396 VT) Arnold Falls hydroelectric generating station (FERC No. 2399 VT) Gage hydroelectric generating station (FERC No. 2397 VT) Passumpsic hydroelectric generating station (FERC No. 2400 VT) St. Johnsbury, Waterford and Barnet, Caledonia County, Vermont 2009 Annual CRMP Report November 30, 2009 This letter report is provided on behalf of the Central Vermont Public Service Corporation (CVPS) in fulfillment of its obligations regarding the Cultural Resource Management Plan (CRMP) for the Pierce Mills, Arnold Falls, Gage and Passumpsic hydroelectric generating stations, collectively referred to as the Project.1 Articles 408, 408, 410, and 408 of the licenses for the Pierce Mills, Arnolds Falls, Gage and Passumpsic generating stations2, respectively, require implementation of the provisions of the Programmatic Agreement (PA) executed on November 4, 1994.3 Under federal law, the FERC is required to consider the effects of hydroelectric projects that it licenses on historic properties. The PA requires the filing of an annual report on activities conducted under the CRMP on the anniversary date of issuance of the license. Monitoring Action to Protect Archaeological Historic Properties Section 3.2.3. of the CRMP describes that the Project will be monitored annually to limit or prevent bank erosion and protect historic properties in conjunction with other resources. Charity Baker, an archaeologist qualified under 36 CFR 61, and Beth Eliason, CVPS Environmental Engineer, conducted the annual monitoring of Project shorelines on October 10 and 29, 2009. The inspection was conducted via canoe to document existing conditions using a handheld Magellan GPS 320 unit, a Canon PowerShot A85 digital camera, and manual notes. Photographs taken during the 2009 annual inspection are presented in this report with their locations, as indicated on accompanying USGS topographic maps, to document riverbank characteristics. Provisional 2009 data from the U.S. Geological Survey Passumpsic River gaging station at Passumpsic, Vermont (01135500) indicates that the mean discharge was 737 cubic feet per second (cfs) on October 10 and 608 cfs on October 29. Daily streamflow statistics for 80 years 1Frink, Douglas (1998) Cultural Resource Management Plan for Archaeological and Historic Resources within the Pierce Mills, Arnold Falls, Gage, and Passumpsic Hydroelectric Facilities, St. Johnsbury, Waterford and Barnet in Caledonia County, Vermont (FERC Nos. 2396, 2399, 2397 and 2400). Archaeology Consulting Team, Inc. (ACT), Essex, Vermont. Prepared for CVPS, Rutland, Vermont. 2 Order Issuing Subsequent License, all issued December 8, 1994. 3 The Programmatic Agreement was executed among the Commission, the Advisory Council on Historic Preservation and the Vermont State Historic Preservation Officer, with the licensee as a concurring party, pursuant to Section 106 of the National Historic Preservation Act and its regulations under 36 CFR 800. 20091208-5022 FERC PDF (Unofficial) 12/8/2009 1:26:23 AM Pierce Mills, Arnold Falls, Gage and Passumpsic hydroelectric generating stations FERC Nos. 2396, 2399, 2397, 2400, Caledonia County, Vermont 2009 Annual CRMP Report, November 30, 2009 of record (Chart 1) indicate that this volume at the Passumpsic gaging station was above the mean of daily mean values for October 10 (514 cfs), but below the mean for October 29 (731 cfs). From the upper Project limit, below Great Falls Dam and just north of the St. Johnsbury– Lyndon town boundary, to Pierce Mills Dam, the river channel remains relatively unchanged since the 2008 inspection, although several noted exceptions are described below. The right bank just above the limits of the project continues to slump in the vicinity of a power pole that was reset after erosion documented during past inspections (Location 1). Just downstream, minor undercutting of the left bank noted in the 2008 report has continued and a 60-meter length of the bank has slumped and exposed soils (Location 2). The slumping bank at this location supports a cornfield with minimal riparian growth along the shoreline. Consistently high precipitation rates in July 2009 may have contributed to this recent bank failure (Chart 2). No archaeological information was observed during the surface inspection of exposed soils at Location 2. The eroding bank, pictured as Location 3, and noted in past annual reports has remained stable during the past several years. An instance of minor erosion noted in September 2008 on the right bank below Location 3, which supports a healthy riparian zone, has not significantly deteriorated since 2008. However, a cedar tree has been undercut and now leans over the river, and the rate of erosion may accelerate in the future (Location 4). This location will be monitored during future annual inspections to determine if the bank deteriorates further and severe erosion develops. No inspection of the Project shorelines was conducted between the Pierce Mills and Arnold Falls dams during the 2009 field season. Construction activities related to the installation of concrete dams immediately downstream of the existing north and south log-crib dams at the Arnold Falls generating station prohibited use of the canoe takeout at Arnolds Falls. For additional details regarding construction at Arnold Falls Dam, refer to the 2008 annual report that includes the architectural historian’s complete Section 106 report. The section of the river above the generating station is bound by relatively steep banks, and lacks a suitable substitute takeout in the vicinity of the station. While scouting for landing alternatives, construction progress at Arnolds Falls was inspected and documented (see Location 5 photographs). Riverbank conditions between the Arnold Falls and Gage generating stations remain relatively unchanged from those documented in prior reports. One instance of minor erosion, new since the 2008 inspection, was observed during this inspection. Soils have been lost at the base of a steep, wooded area along an 8-meter length of the right bank (Location 6). The soils are shallow at this location and the erosion exposed bedrock ledge, which is expected to minimize the rate of further erosion, although the steepness of the bank may result in further destabilization. Exposed soils were inspection for archaeological information, although no artifacts were observed and none were anticipated due to the landform’s steep slope (greater than 8%). 2 20091208-5022 FERC PDF (Unofficial) 12/8/2009 1:26:23 AM Pierce Mills, Arnold Falls, Gage and Passumpsic hydroelectric generating stations FERC Nos. 2396, 2399, 2397, 2400, Caledonia County, Vermont 2009 Annual CRMP Report, November 30, 2009 As noted in past annual reports, stone rip-rip installed by VTrans on the left bank adjacent to US Route 5 upstream from the Gage generating station has slowed the rate of erosion on the steep bank. This section of the riverbank is the most severe example of erosion in the Gage impoundment, although it has not noticeably deteriorated during the past year (Location 7). Below the Gage generating station, a 28-meter length of slumping bank was observed both upstream and downstream of stone rip-rap installed in 2008 on the right outside bank (Location 8). As with other exposed sediments along the Project impoundment shorelines, the newly exposed bank was closely inspected for archaeological information, but no cultural materials were observed. Exposed soils along a slumped, 50-meter length of shoreline, opposite Location 8, were inspected (Location 9). The sheared bank at this left, inside bend of the river supports a cornfield with no riparian buffer along the shoreline. As with Location 2, consistently high precipitation rates in July 2009 may have contributed to this bank failure (see Chart 2). No archaeological information was observed during the surface inspection of exposed soils at Location 9. This location will be closely monitored during future inspections. The broad, outer bend on a 255-meter length of the right bank of above a railroad bridge continues to be subject to moderate erosion, as reported in the past. The bank is slowly being undercut and this grassy shoreline continues to slump its soils (see Location 10 photographs). Archaeological identification studies have been sponsored by CVPS in the past 4, but no significant information was encountered. Likewise, exposed soils inspected in 2009 failed to reveal any cultural information. The left bank between the Passumpsic generating station and the railroad bridge approximately 300 meters downstream has remained stable since the 2008 inspection. The steep sandy bank appears to have reached a stable angle of repose (Location 11). An instance of undercutting and erosion observed in 2007 near the lower limit of the Project appears to have changed very little during the past year, with one exception. A cluster of four young trees noted and pictured as being undercut in the 2007 and 2008 reports, collapsed into the river in the intervening year (Location 12). As noted in the past, hundreds of tires have been observed in this section of the river channel, and the tires continue to collect sediments and create low, wide channel bars. The sediment collection may displace enough water to cause lateral erosion along this narrow strip of bank, which is bound by US Route 5 to its immediate west and by railroad tracks roughly 50 meters to the east. Summary With the